0.25 (HP)

4-5-6

N=11

4-6-9

N=15

6-8-14

N=22

8-13-19

N=32

8-14-15

N=29

9-15-17

N=32

5-7-9

N=16

5-6-14

N=20

5-9-15

N=24

10.0

20.0

SILTY SAND (SM)

, tan, loose to dense

- with scattered roots 0 to 2 feet

- gray 2 to 6 feet

- tan 6 to 10 feet

POORLY GRADED SAND (SP)

, gray, medium dense to

dense

Boring Terminated at 20 Feet

GRAPHIC LOG

Stratification lines are approximate. In-situ, the transition may be gradual.

Hammer Type: Rope and Cathead

THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 91175091 GALVESTON ISLAND REDO.GPJ TERRACON_DATATEMPLATE.GDT 11/2/17

COMPRESSIVE

STRENGTH

(tsf)

STRAIN (%)

TEST TYPE

PERCENT FINES

WATER

CONTENT (%)

DRY UNIT

WEIGHT (pcf)

LL-PL-PI

ATTERBERG

LIMITS

WATER LEVEL

OBSERVATIONS

DEPTH (Ft.)

SAMPLE TYPE

STRENGTH TEST

FIELD TEST

RESULTS

Stavanger Property

Galveston, Texas

SITE:

Page 1 of 1

Advancement Method:

Dry augered to 6 feet; wet rotary thereafter.

Abandonment Method:

Boring backfilled with soil cuttings upon completion.

Notes:

Project No.: 91175091

Drill Rig: ATV